Loading...
2011-216 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20110216 Date Issued: Thursday, December 27, 2012 This is to certify that work requested to be done as shown by Permit Number P20110216 has been completed. Tax Map Number: 523400-226-019-0001-077-000-0000 Location: 254 LAKE Pky Owner: STEVEN & MARGARET GREGORY Applicant: STEVEN & MARGARET GREGORY This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF. QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110216 Application Number: A20110216 Tax Map No: 523400-226-019-0001-077-000-0000 Permission is.hereby granted to: STEVEN&MARGARET GREGORY For property located at: 254 LAKE Ploy in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and,approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STEVEN&MARGARET GREGOR) 3 GEORGIO Ct Septic Alteration Residential CLIFTON PARK,NY 12065-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency IBS SEPTIC&DRAIN ATTN: IVAN BELL 2 LOWER WARREN St OUEENSBURY.NY 12804 Plans&Specifications 2011-216 septic alteration residential $40.00' PERMIT FEE.PAID-THIS PERMIT EXPIRES: Thursday,May 24,2012 (If a longer period is required,an application for,an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the own Que bury; /T sday,May 24,2011 SIGNED BY / for the Town of Queensbury. Director of Building&Co.e Enforcement D EC VIE�776.. 77 r M _ AY 2 0 2011 Revised 4/14/2010 OFFICE(JS9 ONLY BU,LDrNG&EE RY NSBU TAX MAP NO. PERMIT N COD&SRMIT F APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM P MIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF IA VALID PERMIT. OWNER: II(At:j6\.J &C cA c� INSTALLER:^ 1eo' 't C, ADDRESS: I 1 L I` c rI GI ADDRESS: I LD C � WC4 t V �• y PHONE NOS. U .l� I Ir , A/ PHONE NOS. 9 0"' D LOCATION OF INSTALLATION: 1 La�\� Oli I� VV (n4 RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS Gallons er bedroom GARBAGE GR ER 1980 or older X 150 = INSTALLED? 1981-1991 X 130. = SPA OR HOT T B 1992-present X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLL G STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND \ L O AM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL- AT WHAT DEPTH? l V Qi p ✓ DOMESTIC WATER SUP LY: MUNICIPAL WELL If well:water s&P, irom a��tic �1 ( y p system absorption is: ft ✓ PERCOLATION TEST: RATE IS r% PER MIINUTE PER INCH[mpi) (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed'professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN.SIZE IS 1,000 GAL)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: `r o ABSORPTION FIELD(WITH N0.2 STONE) Total length V ft. Each trench �Xp _ ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? V ALTERNATIVE SYSTEM Bed or other type? Tn D r 1 r- ❑HOLDING TANK SYSTEM Total required capacity? _Tank size? kN Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requir ments of the Town of Queensbury QUESTIONS? CALL 76"256 OR EMAIL Sanitary Sewage Disposal O ance. (� codes(cDaueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION o rs n esp sible Date www.gueensburv.net Signature Town of Queensbury*Community Development Office'`742 Bay Road, Queensbury NY 12804 1 �`1 '(A � Septic Inspection Report Office No. (518) 761-8256 Date Ins ion re Queensbury Building &Code Enforcement Arrive: r�i D rt: 742 Bay Rd., Queeens--bury, NY 12804 Inspector's Initials: / NAME: e- O r RMIT NO.: II�� LOCATION: aZ—� 4 io Q (-' ft�Ql� INSPECT ON: a 7—7��—C� RECHECK: Comments and/or diagram Soil Type: Sand/ Loam Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/ - Y N N/A 150'to well required if NO Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Al Poll. Distribution Box to Field Pit 119 � " Opening Sealed: _Y N End Ca _Y N Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade _Y_N (provide extension collar if Yes Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ _N Engineer Report and As-Built Y_N ETU Maintenance Contract Y_N provided Location of System on Property: Front ar Left Side Right Side Middle Front Middle Rear System Use us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 2910.doc RUCINSKI HALL ARCHITECTURE �%V Ronald Richard Rucinski Ethan Peter Hall G` 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Septic As-built for Gregory Residence 30 May 2011 John O'Brien —Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 '- na, 3 � .. ' z Re: Septic As-built for 254 Lake Parkway John, _ = At the above referenced project location I observed the installation of the sewage disposal system including the septic tank, effluent pump chamber, distribution boxes and tile field laterals prior to back fill. All items appear to be installed in accordance with the construction documents and are acceptable to this office. If there are any additional questions please call to discuss. pa D f •: Regards, <" �vt:v � �,4.v A S Ethan Peter Ha I . Architect YAIvan Bell Septic(IBS)\Gregory\Letter 30 May 2011.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection re t re Ived: Queensbury Building &Code Enforcement Arrive: p rt: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: ® P IT NO.: �= , LOCATION: SPEC17 ON. RECHECK: Comments and/or diagram Soil Ty Sand 'Loam/Clay Type of Water: Municl al Well Water Waterline separation distance ft. Well separation distance QCC) ft.- - Other wells: ft. Well Casing Length 50'+/- Y N N/A 150'to well required if NO Absorption Field: Total length -7-4 Length of each trench De th of trenches 7 L, ` Size of Stone ; Seepage Pits: Number Size: x Stone Size:_ Piping Size Type Building to tank rJA 14t Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade _N [provide extension collar if Yec:1 N Location Separations Foundation to tank ft Foundation to absorption ft. Separation of Pits \AD Conforms as per Plot Plan _Y VW Engineer Report and As-Built _Y N ETU Maintenance Contract _Y_N provided Location of Syst/ear n Property: Front Left Side Right Side Middle F nd� ea�C ` S stem Use S Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\13ullding Codes Forms\Inspection Forms\septic Inspection Report`03 2910.doc i SPECIFICATIONS Cn CD 1) THE QUEENSBURY SANITARY SEWAGE DISPOSAL ORDINANCE GOVERNS THE DESIGN AND CONSTRUCTION OF THE ON SITE WASTEWATER SYSTEM W 2) BACKFILL SAND BELOW AND SURROUNDING SIDES OF IN DRAIN UNITS SHALL MEET NYSDOT SPEC 703-07 ' z- . . o 3) DISTRIBUTION LATERALS SHALL BE 4" DIAM PERFORATED No. DESCRIPTION DATE PVC, 3000# CRUSHING STRENGTH _ — -- REVISIONS — '— 4) SLOPE LATERALS 1/16" PER FOOT (1 1/4" / 20FT LENGTH) -- 5) PROVIDE TWO (2) LEVEL IN DRAIN ABSORPTION TRENCHES I WITH OUTSIDE DIMENSIONS = 10' x 25 TO SERVE THE 3— BEDROOM HOUSE PROVIDED 1OOX EXPANSION FOR THE HOUSE W LO GARAGE � - 6) EXTEND PERIMETER 6 MIN. ON ALL SIDES OF "IN DRAIN" UNITS D j=Q 7) PROVIDE 6" MIN FILL SAND UNDER "IN DRAIN" UNITS W o<Z I 8) GEOTIXTILE SHALL BE SIDE TO "MIRAFI" 140.4 FABRIC = } W o 0 HOUSE I - - � Q 0 EXISTING ELJEN I u, IN DRAIN ABSORPTION Q o o SYSTEM TO BE I REMOVED J Y co E E W PORCH O o (A N OU � 0< O EXISTING Z N L o a RIVER BIRCH I s of O N rn 0 o.o o -2 GENERAL, NOTES to00 Fgr� TO BE REMOVED I -v=° m o d- EXISTING MAPLE TO j 1) STABILIZED PERCOLATION TEST RATE = 7 MIN/ IN. 2+' 0)V) 00 00 REMAIN z �a v°v+ ;n,� ° CO- F J + + I 2) SCIL PERC TEST PERFORMED BY CHARLES H. SCUDDER ON 24 MAY 99: V :2 I CONFIRMED BY ETHAN HALL OF RUCINSKI HILL ARCHITECTURE — 11 MAY 2011 � � o ^o a o c.1a ovE !) o`w coon >ww i I 3) SOILS IN ABSORPTION AREA ARE DENSE FINE SAND/GRAVEL -- I : 4) DESIGN DISCHARGE (3 BR HOME — POS7 1991 WATER SAVING FIXTURES) — 330 GPD. 1 WORK IS TO BE AS SHOWN & 5) ONE 1000 — GALLON. 2—COMPARTMENT , SEPTIC TANKS ARE EXISTING NOTED AND IN ACCORDANCE " " WITH MANUFACTURER'S 6) THE IN DRAIN ELJEN SYSTEM NOW APPROVED .BY NYSDOH, IS PROPRIETARY AND RECOMMENDATIONS, TRADE F- I I SHOULD BE INSTALLED IN ACCORDANCE WITS THE INSTRUCTIONS OF ELJEN CORP. ASSOCIATION PUBLISHED EXISTING RECOMMENDATIONS AND 1,000 GAL 7) THE GROUND SURFACE SLOPE IN THE ABSORPTION ZONE IS _LESS THAN 89C GENERALLY ACCEPTED LOCAL SEPTIC TANK EXISTING CONSTRUCTION INDUSTRY I 8 CONTOURS WERE DETERMINED FROM TOPOGRAPHIC SURVEY MADE ON 4 APRIL 99 PRACTICES. D—BOX 9) THE WASTEWATER SYSTEM IS DESIGNED WITH A VIEW TO THE FUTURE. AN AREA IS RESERVED FOR 10OX EXPANSION SHOULD IT EVER BECOME NECESSARY. BOAT SHOP N EXISTING PLOT PLAN M '� — t4G :SCALE — tp- ` - — . — . _. ._ . . _ . _ . . _ . . MAY 2 0 2011 � � •� i3 —' — OF QUEENSBURY _ _ _ OF & CODES O' GARAGE ,cnr��r�, 1= HOUSE ___�_� PORCH INSTALL NEW ELJEN IN—DRAIN ABSORPTION SYSTEM IN IMPORTED FILL MATERIAL p EXISTING N MAPLE TO I REMAIN N II + I I � nvs EXISTING 1,000 GAL I SEPTIC TANK i J NEW DIST. BOXV. . NEW EFFLUENT j ` 70�1 PUMP CHAMBER (1,000 GAL) i _BOAT -SHOP I : TOWN OF QUEENSBURY 11-21 6 CAD FILE NAME — BUILDING DEPARTMENT ACAD\IBS`�GURNEY\SEP7rC PCAiN Based on our limited examination,compliance — — — with our comments shall not be construed as SCALE AS NOTED full indicating the plans and spep'fications are in — New Yortc lam with the Building Codes of DRAWN BY _ .. _ . _..� . I stare. _ I DRAWING TITLE PROPOSED PLOT PLAN_ — . . . . . . _ _ . — J NO SEWAGE DISPOSAL T0W N � �WEE y - CLAN S & Reviewe V. ... . CALCULATIONS Date; DRAWING No. C-- 1 oil 2"0 VENT ABOVE RECOMMEND ALL AocEss FIN. GRADE WITH SEWAGE DISPOSAL SYSTEM NOTES { $t£BUT BPOM B1RID SCREEN APPROXIfrIAIE APPROXIkIAlE MANHOLE COVER CONCRETE OR STONE co FIMSH I RAISED TO 6 BELOW MARKER ABOVE ALL THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE- OF OR DURING GRADE FINISH GRADE FINISH GRADE (LOCKABLE) AT BURIED COVERS CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE CD GRADE WD RECOMMENDED. TOWN BUILDING INSPECTOR. '0 n 6Li DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE O0 INLET` BAFFLE 12" MIN. OVER OVER DEPARTMENT OF HEALTH WASTEWATER TREATMENT` STANDARDS - INDIVIDUAL HANGER PIPE ALL S UCTURES HOUSEHOLD SYSTEMS APPENDIX 75-A. FOR PUMP 11 DISTRIBUTION BOX to 3• �. REMOVAL BY FORT MILLER OR EFFLUENT TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. EQUAL No. DESCRIPTION DATE c, MIN. SLOPE S. OPE l LIQUID LEVEL -�TO EFFLUENT REVISIONS TANK FROM EFFLUENT 2" PVC M -CD 0 i/4 PER FOOT ___,_ TANK ( Q a MIN. SLOPE 7HIGH WATER 1/8" PER FOOT ALARM SWITCH SEPTIC TANK C.4 ALL OUTLET INVERTS BY FORT MILLER OR INLET & OUTLET RESERVE CAPACITY 2"0 TO TO BE SET AT � BAFFLES AFTER ALARM SOUNDS DIST. BOX PEA EXACTLY THE SAME w N EQUAL a Z EQUAL TO ONE DAYS START LEVEL _ � W_ _________________--�________ GRAVEL ELEVATION. NO ROOF, FOOTING, FLOOR. COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE QUICK DISCONNECT 0 CAPACITY (DUPLEX PUMPS LEVEL CONTROL (USE OF SPEED LEVELERS CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER _ ��Q o o: WITH INDIVIDUAL ALARMS SWITCH SLIDING COUPLER REQUIRED) SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. z MAY BE USED IN UEU 3 v SHUT--OFF LEVEL. z a THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN -100 OF A N w OF A SINGLE PUMP AND LU o z l< MINIMUM 2x WIDTH ONE DAYS CAPACITY) DISTRIBUTION BOX CLASSIFIED BODY OF WATER. a Q, MAXIMUM 4x WIDTH- N.-M& M z o o Q o, SEPTIC TANK TO EFFLUENT TANK: 'CO PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH Q 3 Z o V 1/8" PER FOOT PROVIDE 3" SAND OR PROVIDE 3" SAND OR---�° o PEA GRAVEL UNDER TANK J m W a Qp o z PEA GRAVEL UNDER TANK Q N w o THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO U- o a SEPTIC TANK DETAIL EFFLUENT TANK DETAIL AN NaNc AN RWITHOUT T IN PERIODIC M FI"T�rIE`T'4"£ANK INADEQUATE,nl GE BncKUP IN 0 �_ mZ 0-0 z N.T.S. N.T.S. THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO Y v= m o 40 0 g o PERIODICALLY WAN A SEPTIC TANK COMMONLY RESULTS: IN CLOGGING OF SOIL Q•c co 004 Z SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY u +; C w 00 rt 2 < 0 < PER APPENDIX 75-A 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK PUMP STATION NOTES THE SEPTIC TANK. z o a v, TANKS SHALL HAVE INLET AND OUTLET BAFFLES, STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE Z m m Z — �n. o� �u3 � a� — � J AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 1. PUMP TO BE EFFLUENT PUMP THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR ^v u x ~L <SANITARY TEES OR OTHER DEVICES TO PREVENT GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINEDTHE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS �' o� N v o o E �W tocn >WWDISTURBANCE OF SETTLE© SLUDGE AND FLOATING A UCTLIRES TO BE PI.ACEO ON FIRM, COMPACT SAND OR MAY 13E ADOEQ TO THIS BUILDING WIhIpUT n-lE APPROVAL pF THE 13pARD OF GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS , OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR ARE STRONGLY RECOMMENDED IN ALL TANKS. NECESSARY TO- ACHIEVE A STABLE FOUNDATION. FUTURE EXPANSION OR REPLACEMENT. WORK IS TO BE AS SHOWN INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY DWEUJNG IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: NOTED AND IN ACCORDANCE LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW WITH MANUFACTURER'S OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW CONSTRUCTION DESIGNED FOR _H:20 WHEEL LOADING. 12ESTRlCTORS. OBSERVE W�1'I'ER CONSERVATION PRACTICES. RECOMMENDATIONS, TRADE THE LIQUID LEVEL TANKS ACHES? �EPE � �� ASSOCIATION PUBLISHED THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE RECOMMENDATIONS AND TANKS WITH LIQUID EN- T OF 40 INCHES GREATER. ACCUMULATION BY THE HOMEOWNER OR. A QUALIFIED SEWAGE HAULER. THE GENERALLY ACCEPTED LOCAL THE DISTANCE BETWEEN- THE OUTLET BAFFLE. BAAND THE AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND CONSTRUCTION INDUSTRY OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE PRACTICES. CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY { CRACKING. BOTTOM OF THE SCUM -LAYER IS WITHIN ,3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS 4'-0" 2'-O" 4'-Q" 4'-0" 2'-0" 4'-Q" SHOULD BE :PUMPED OUT EVERY TWO TO THREE YEARS. REQ'D L = 48' "1N—DRAIN" ABS 3'-6" 3'-6" 3'-6" WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER TRENCH PROVIDE 150X OR 72 LF CONNECTION AND OUTLET SHALL BE -INSPECTED.. BAFFLES/TIES THAT HAVE. ;a DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR ^ 00 DISINFECTED AFTER BEING PUMPED OUT. N SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES r--r I I ARE UNNECESSAlf f FOR :,-`�t;. PROPER P r c 0 ERAT��'�i� OF DISPOSAL SYSTEM AND ELJEN TYPE-B IN DRAIN" MODULAR SYSTEM. EACH I MAY CAUSE THE SLUDGE ,AND SCUM IN THE SEP': TANK TO BE DISCHARGED �Q MODULE MEASURES 36"x48"x7". CONNECT MODULES INTO THE ABSORPTI URE FAILURE ON FIELD, RESULTING IN PREMAT . .4 TO FORM 4 SEPERATED 20-FOOT TRENCH ABSORPTION i I - SYSTEMS AS PER ALJEN CORP 15 WESTWOOD ROAD, I DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC STORRS, CT 06268 SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS ,z -- - f o b OR CLEANERS INTO SINKS OR TOILETS. CA 0 N ! WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC N SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE x REMOVED- OR PUMPED OUT AND f1LLf� MATH SOIL_TO :PREVENT FUTURE-CAVE-=N � +"' GCS � r„{ . 4 0 W .� oc W cd NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF U) per,, A THE ABSORPTION FIELD OR THE SEWAGE. DISPOSAL SYSTEb1 O �'- FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM '� Oy I THE ABSORPTION FIELD. + Ca GRADING NOTES v cd pg �� BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING C� EARTHWORK PHASES, SEDIMENT TRAPS .SHALL BE CONSTRUCTED ,IN ALL STORM N ro SWALES AND DITCHES. AFTER EVERY STORM EACH SEDIMENT. TRAP SHALL BE INSPECTED BY THE.. CONTRACTOR FOR. ----� FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- kn p 3 —B R ABSORPTION BED PLAN ABLY SEEDEDOSSIBLE TO AND MULCHED BYNT EROSION,OCTOBER 1ST.ND EVERY TEMPORARY BARE-EARTH AREA SHALL E RAPIDLY GROWING COVER N � N.T.S.4" TO 6" TOP SOIL CROPS, .SUCH .AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE N FIN. GRADE SMALL BENCHES 4ND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER • � � � � � , � � ,� � ,� � ,� � / ,� GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. LOAMY BACKFILL NEW SWALES ANG UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING 4" PERFORATED PVC PIPE OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND �Xi GEOTEXTILE o UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) IN DRAIN UNIT 5'-6" FEET EITHER SIDE OF THE SWALE OR DITCH CENTERUNE, AT A RATE OF 25 BANDING STRAPS GEOTEXTILE FILTER FABRIC 4" PERFORATED PVC PIPE POUNDS PER ACFE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. �. SLOPE<I IX FIN. GRADE ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CLEAN MED- �� �� �� �� �� t GUIDELINES FOR URBAN EROSION 8: SEDIMENT CONTROL i i i �. t� 4 MIN TOPSOIL AND SEED TO GRASS _ COARSE SANDGRANULAR POSITIVE DRAINAGE Q • -. : . -. � DON 0 ` - AWAY FROM BUILDING AT 6" IN 0' AC INAGE r- BACK FILL FINAL GRADING SHALL B ACCOMPLISH POS MINIMUM SLOPE. FABRIC CLEAN SAND Z CAD FILE NAME 6 2_0 6 2' MIN. TO GWT OR ACAD\ieS\0MTT\SEPnC-PLAN co IMPREVIOUS STRATUM SCALE IN SITU SOIL: PERC RATE = 7 MIN f IN. * AS NOTED 8" 36" g" (��—���—���—���—���—���—���—���_���—���—���—���_��l—���—)��—)��_���=�E—rl1—BMWE,,iL 4 � �70�1 DRAWN BY DRAWING THE ABSORPTION BED SINGLE "IN-DRAIN" UNIT NO SCALE SEWAGE. NO SCALE DISPOSAL DETAILS & NOTES DRAWING No. C—2 H (I1 CD CD SPECIEICATI.ONS cn CD 1) THE QUEENSBURY SANITARY SEWAGE DISPOSAL ORDINANCE — — -- — GOVERNS THE DESIGN AND CONSTRUCTION OF THE ON SITE WASTEWATER SYSTEM c a3 _ 2} BACKFILL SAND BELOW AND SURROUNDING SIDES OF IN DRAIN UNITS SHALL MEET NYSDOT SPEC 703-07 CD — 0 AS—BUILT SEPTIC 130 MAY 2011 3) DISTRIBUTION LATERALS SHAH BE 4" DIAM PERFORATED K . . . . . . -- -- . _ , •� No. DESCRIPTION DATE PVC, 3000# CRUSHING STRENGTH cn . . — .._ , REVISIONS . . . 4) SLOPE LA-TERAtS 1/1B' PER FOOT (1 1/4' / 2OFT LENG-M _ 5) PROVIDE TWO (2) LEVEL IN DRAIN ABSORPTION TRENCHES cu 1 WITH OUTSIDE DIMENSIONS IV x 25' TO SERVE THE 3— BEDROOM HOUSE PROVIDED 10OX EXPANSION FOR THE HOUSE 3 D GARAGE , 6) EXMtO °PERWT€R IV N. ON ALL SIDES OF "#i DRAIN" UNITS �_ _= Q I V Q - 7 PROVIDE 6" MIN FILL SAND UNDER "IN DRAIN" UNITS W O%Z n 8) GEOTIXTILE SHALL BE SOE TO "MIRAFI" 14ON FABRIC a HOUSE cn EXISTING ELJEN I o. IN DRAIN ABSORPTION PORCH SYSTEM TO aE I Q Z o � cc) J�9 � REMOVED —j E W v>= a I Q c � `0' iE L 0- N EXISTING !r i >_ to N � Q W� RIVER BIRCH ( GENERAL NOTES o -3 0 ° P TO BE REMOVED I Y XiSTIN OD uo07 s Ft ( f MAPLE TOCL v v> a c� I 1) STABILIZED PERCOLATION TEST RATE = 7 MIN/ IN. Z .—4 m 00 oo s z ( REMAIN a v u)� o 0 �P + ! l + I 2) S0. PERG TEST PERFOPIMED BY CHARLES +I. S=DER OK 24 "Y 90. ° — a CONFIRMED BY ETHAN HALL OF RUCINSKI HALL ARCHITECTURE - 11 MAY 2011 °c n o 0 _ x crw 0V) >°pw 3) SQL IN ABSORPTION AREA ARE DENSE RNE SNQ/GRAVEL j 4) DESIGN DISCHARGE (3 BR HOME - POST 1991 WATER SAVING FIXTURES) - 330 GPD. WORK IS TO BE AS SHOWN l 0 & j ► 5) ONE 1000 — GALLON. 2—COMPARTMENT , SEPTIC TANKS ARE EXISTING NOTED AND IN ACCORDANCE I I I WITH MANUFACTURER'S 6) THE "IN DRAIN" ELJEN SYSTEM NOW APPROVED BY NYSDOH N, IS PROPRIETARY D RECOMMENDATIONS, TRADE I I SHOULD BE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS OF ELJEN CORP. ASSOCIATION PUBLISHED RECOMMENDATIONS AND OEXISTING O GAL I 7) THE GROUND SURFACE SLOPE IN THE ABSORPTION ZONE IS LESS THAN 8X GENERALLY ACCEPTED LOCAL SEPTIC TANK EXISTING CONSTRUCTtON 1141DUSTRY D-BOX 8) CONTOURS WERE DETERMINED FROM TOPOGRAPHIC SURVEY MADE ON 4 APRIL 99 PRACTICES. I 9) THE WASTEWATER SYSTEM IS DESIGNED NTH A VIEW TO THE FUTURE. AN AREA i IS RESERVED FOR 10OX EXPANSION SHOULD IT EVER BECOME NECESSARY. BOAT SHOP O 00 — _ EXISTING PLOT PLAN . . . . . . . . . . NO SCALE — J ¢"i �..1 0 — _ �.t fA . . . . . .. . . . _ — � rA N U i° A _ GARAGE f O >' ' fn 4.� > I'/1 HOUSE ce INSTALL NEW ELJEN IN—DRAIN PORCH ABSORPTION SYSTEM IN OR FU "TERI& ! ! EXISTING �y N + ! MAPLE TO I ! t + REMAIN ! i + i A S F3 U I ! Ll i �- - DEC 2 6 2012 EXISTING 1,000 GAL f �� SEPTIC TANK NEW FIS NEW EFFLUENT T. BOx I PUMP CHAMBER (1.OW GAL) BOAT SHOP I CAD FILE NAME ACAU\iBS\C~N€Y\ EPM SCALE AS NOTED . . _ . DRAWN BY _ . . . _ . . _ . .—- _ 1 DRAV04G nTLE PROPOSED PLOT PLAN NO SCALE _ .. ._ . . _ . ._- �. .. .� ._. . � SEWAGE DISPOSAL RECORD QRA1I NG PLANS & RECORD SHOWS SIGNIFICANT CHANGS THE WORKRAWING M DE DURING CONSTRUCTION ANDSS S IN BASEDCALCULATIONS ON MARKM-UP PMIM DRAW1tM Alm OTHER' f3ATA FURNISHED BY THE CONTRACTOR TO THE ARCHITECT. DRAWING No. C—�